Construction method of wind-resistant construction platform

Abstract

The invention discloses a building method of a wind-resistant construction platform, and relates to the technical field of building methods, and the building method comprises the following steps: S1, surveying topographic features of a construction area, customizing an adaptive module unit, integrating a wind parameter monitoring assembly on the module unit, and assembling a posture adjusting assembly; s2, splicing and assembling the module units to form a platform main body frame; s3, building a central control unit; and S4, receiving real-time wind data acquired by the wind parameter monitoring assembly through the central control unit. The central control unit is set up to establish an integrated control mechanism of terrain adaptation-wind load response-operation protection-drainage cooperation, and the core defects that a traditional platform has no posture adjusting function and depends on a static structure to resist wind power are effectively overcome. When facing a complex wind environment, the central control unit can drive the posture adjusting assembly to actively adjust the posture of the platform body and actively adapt to wind load changes so as to reduce wind resistance.

Description

Technical Field

[0001] This invention relates to the technical field of platform construction methods, and in particular to a method for constructing a wind-resistant construction platform. Background Technology

[0002] In outdoor operations such as building construction, bridge construction, and wind power installation, the construction platform serves as the core operational carrier, and its wind resistance performance directly determines the safety and efficiency of construction. As construction scenarios extend to complex environments such as mountains, waterfront areas, and high altitudes (e.g., mountain wind power foundation construction and high-altitude operations on cross-river bridges), the uncertainty of natural wind conditions (e.g., sudden gusts and turbulent winds) and the complexity of terrain and hydrological conditions place higher demands on the wind-resistant design of construction platforms.

[0003] Existing technologies often focus on optimizing a single wind-resistant system (such as simply strengthening the rigidity of the platform's main structure or adding a windproof curtain wall), without establishing an integrated control mechanism that coordinates terrain adaptation, wind load response, operational protection, and drainage. For example, traditional construction platforms, lacking attitude adjustment capabilities, cannot proactively adapt to changes in wind load when facing complex wind environments, relying entirely on static structures to resist wind forces. Furthermore, wind warning and drainage systems operate independently. When strong winds are accompanied by heavy rain, the platform cannot dynamically adjust its attitude to reduce wind resistance, and rainwater accumulates on the platform surface due to untimely drainage, increasing the foundation's weight and further exacerbating the risk of wind-induced overturning.

[0004] Existing windproof designs for work surfaces often employ fixed tension thresholds (e.g., a uniformly set windproof rope tension threshold of 50N), failing to dynamically adjust the thresholds based on the work scenario (ground or high altitude, static installation or dynamic handling) and real-time turbulence intensity, leading to a high rate of false alarms. Furthermore, the protective actions are simplistic (e.g., windproof curtain walls can only be raised and lowered to a fixed height), failing to match differentiated protection strategies according to wind risk levels. For instance, insufficient windproof strength may be inadequate for dynamic high-altitude operations, while excessive protection increases platform wind resistance during static ground operations. Summary of the Invention

[0005] The purpose of this invention is to provide a method for constructing a wind-resistant construction platform to solve the problems mentioned in the background art.

[0006] To achieve the above objectives, the present invention provides the following technical solution: a method for constructing a wind-resistant construction platform, comprising the following steps: S1. Investigate the terrain features of the construction area, customize adaptable modular units, integrate wind parameter monitoring components on the modular units, and equip them with attitude adjustment components; S2. Assemble the module units to form the main frame of the platform. During the assembly process, windproof and early warning components are simultaneously deployed around the platform working surface, and drainage and protection components are set in the platform foundation area. S3. Build a central control unit and connect the central control unit to the wind parameter monitoring component, attitude adjustment component, wind prevention and early warning component and drainage protection component respectively to establish a data transmission link; S4. The central control unit receives real-time wind data collected by the wind parameter monitoring component. Based on the real-time wind data, the attitude adjustment component is driven to perform attitude adjustment actions of the platform body, the wind prevention warning component is controlled to trigger the work surface protection action, and the drainage protection component is controlled to perform drainage or water storage actions, so as to realize integrated wind resistance control of terrain adaptation, wind load response, work protection and drainage coordination during the platform construction process.

[0007] Preferably, the specific operation of customizing the adaptability module unit in step S1 includes the following steps: S11. Module customization according to terrain, specifically: if the construction area is mountainous terrain, customize mountain modules, assemble base plates and telescopic outriggers on the mountain modules, and detachably install a rotatable platform on the base plate; if the construction area is near water, detachably assemble a floating anchoring structure on the rotatable platform and remove the base plate. S12. For each module unit, an independent wind sensor, tilt sensor and electric adjustment unit are installed inside; adjacent module units are connected by a flexible linkage shaft, and the allowable relative rotation angle of the flexible linkage shaft is set to ±8°.

[0008] Preferably, the specific operation of deploying the windproof and early warning components at the work site in step S2 includes the following steps: S211. Flexible windproof ropes are laid around the platform working surface at preset intervals to form a ring tension monitoring network; a first tension sensor is connected in series on each flexible windproof rope, and the first tension sensor is communicatively connected to the central control unit. S212. Install a liftable windproof curtain wall and a foldable wind-resistant diagonal brace at a preset position on the outside of the main frame of the platform, and configure electric actuators to drive the lifting and unfolding or folding of the two respectively. S213. Establish a scenario-turbulence-threshold correlation model through the central control unit, collect operation scenario parameters and real-time turbulence intensity data, and dynamically calculate the tension warning threshold of the flexible windproof rope; S214. Set threshold calibration rules and automatically update the warning threshold by periodically comparing the data of the first tension sensor with the rate of change of turbulence intensity through the central control unit.

[0009] Preferably, the specific operation of setting the drainage protection component in step S2 includes the following steps: S221. A water guide groove is opened at the splicing surface of the module unit, and a water-swellable rubber strip is embedded in the water guide groove; a micro drainage pump and a water level sensor are integrated inside the module unit. S222. Excavate an inclined drainage ditch in the platform foundation area, control the slope of the drainage ditch to be ≥5°, lay permeable geotextile and crushed stone layer in the ditch, and set up anti-backflow baffle at the end of the ditch. S223. If the construction area is a high-altitude scene, an emergency drainage chamber shall be built in the corner of the platform, and a water level sensor, an electric drainage valve and an emergency water supply interface shall be installed in the chamber. S224. If the construction area is near water, a water filtration component shall be installed between the drainage ditch and the water body.

[0010] Preferably, the specific operation of driving the attitude adjustment component to perform the platform body attitude adjustment action in step S4 includes the following steps: S411. When the wind sensor detects a local wind speed of 12-14 m / s, the central control unit performs primary adjustment. S412. When the wind sensor detects a local wind speed of 14-15 m / s, the central control unit performs intermediate adjustment. S413, Attitude Feedback Calibration: 1-2 seconds after each adjustment, the actual tilt angle of the platform is collected by the tilt sensor built into the module, and the actual anchoring force is collected by the tension sensor. If the actual value deviates from the command value by more than 0.3° or more than 1kN, the central control unit sends a secondary adjustment command until the deviation is less than or equal to the threshold. S414. When the wind sensor detects a local wind speed ≥15m / s, the central control unit performs extreme wind condition linkage adjustment.

[0011] Preferably, the specific operation of controlling the windproof warning component to trigger the protective action on the work surface in step S4 includes the following steps: S421. Risk Level Determination: The central control unit classifies the wind risk of the work face into multiple levels based on the first tension sensor data of the flexible windproof rope and real-time wind speed data. S422, Scenario-based protection execution: For different risk levels, perform differentiated protection actions according to the work scenario, including pushing early warning signals to the operator's terminal, adjusting the height of the liftable windproof curtain wall, controlling the unfolding angle of the foldable wind-resistant diagonal brace, and activating the windproof structure below the work surface in high-altitude scenarios; S423. Protection effect verification: After each level of protection action is executed, the actual wind speed is collected by the wind speed monitoring components deployed on the work surface. If the actual wind speed exceeds the safety threshold, the protection action is automatically upgraded to a higher level. S424, Extreme Working Condition Linkage: When the risk level reaches the preset highest level and the wind speed continues to rise, a coordinated instruction is sent to the attitude adjustment component to drive the main body of the platform to adjust its attitude to help reduce the wind speed at the working face, forming a protection-attitude coordinated wind resistance mechanism.

[0012] Preferably, the specific operation of controlling the drainage and protection component to perform drainage or water storage in step S4 includes the following steps: S431, Counterweight Water Tank Zoning Construction and Connection: Multiple independent counterweight water tanks are divided into preset areas within the platform foundation pier. Each counterweight water tank is equipped with a water level sensor and an electric drain valve. It is connected to the drainage blind ditch through an inlet pipe. A flow regulating valve is installed on the inlet pipe. S432, Wind speed graded control: The central control unit performs differentiated operations according to the preset low, medium and high wind speed ranges: in the low wind speed range, the counterweight water tank is drained to the preset low water level and the water in the module splicing area is discharged; in the medium wind speed range, the counterweight water tank is maintained at the preset medium water level; in the high wind speed range, the counterweight water tank is opened to store water to full capacity. S433, Water level feedback calibration: Periodically compare the actual water level in the counterweight water tank with the target water level in the corresponding wind speed range. If the deviation exceeds the preset range, correct it by adjusting the flow regulating valve or the drainage pump. S434. Terrain Adaptation Strategy: For mountainous or water-adjacent terrains, implement adaptive drainage operations to avoid drainage failure or foundation damage caused by rainwater due to terrain factors. S435 Emergency Priority Coordination: When the demand for water storage during high wind speeds conflicts with the demand for drainage during heavy rain, the central control unit operates with the priority of draining water from the platform first and then storing water in the counterweight tank, so as to avoid the accumulation of water affecting the stability of the platform.

[0013] Preferably, step S11 further includes the following step: S111. Install anti-slip toothed bases on the bottom of the telescopic outriggers of the mountain module; S112. Drill holes at a predetermined distance outside the mountain module, and insert the mountain pull-out anchor into the holes, controlling the anchor insertion depth to be ≥2.5m; S113. Connect the mountain pull-out anchor rod and the mountain module with an adjustable steel cable, set the tension adjustment range of the steel cable, connect the second tension sensor in series and set the warning threshold. S114. When the second tension sensor detects that the tension exceeds the threshold, the central control unit triggers the secondary grouting reinforcement action of the mountain pull-out anchor.

[0014] Preferably, when operating the drainage protection component to perform drainage or water storage actions in step S4, the following flow monitoring and coordinated adjustment steps are also included: S441. Flow monitoring is installed at the connection points of the water diversion channel, the water inlet pipe of the counterweight water tank, and the drainage blind ditch. The flow data is collected and transmitted to the central control unit in real time, and the threshold is compared according to the wind speed range. S442. If the flow rate is lower than the corresponding threshold, determine the risk of blockage and immediately connect the high-pressure fluid flushing water channel, and simultaneously adjust the inlet pipe flow regulating valve. If the flow rate does not recover to 80% of the threshold within 30 seconds, increase the discharge capacity of the micro drainage pump or increase the emergency water replenishment flow rate, and push the warning to the operation and maintenance terminal. S443. After the flow rate returns to normal, the central control unit controls each component to return to the preset operating state of the corresponding wind speed range.

[0015] Preferably, if the construction area is a high-altitude scene, the following steps are also included: S2231. A foldable guide vane is installed at a preset position on the outside of the main frame of the platform. A torque sensor is installed at the connection between the guide vane and the frame to monitor the wind-induced torque of the guide vane. S2232. Apply a hydrophobic coating to the surface of the foldable deflector and press a deflector pattern adapted to the prevailing wind direction to enhance the hydrophobic and wind guiding effects. S2233. When the wind sensor detects that the high-altitude gusts have reached the preset value, the central control unit drives the foldable guide plate to unfold to the preset angle. At the same time, it adjusts the tension of the flexible windproof rope to enhance the protection of the working surface, locks the moving parts of the platform module to prevent displacement, and simultaneously sends instructions to the drainage protection component to maintain the high-altitude emergency drainage chamber at full capacity to enhance the stability of the counterweight. It also sends extreme protection instructions to the windproof warning component to drive the windproof curtain wall to maintain the protective position and strengthen the fall protection.

[0016] The technical effects and advantages of this invention are as follows: This invention establishes an integrated control mechanism for terrain adaptation, wind load response, operational protection, and drainage coordination by building a central control unit. This effectively solves the core defects of traditional platforms, which lack attitude adjustment capabilities and rely on static structures to resist wind. When facing complex wind environments, the central control unit can drive the attitude adjustment components to actively adjust the platform's main body attitude (such as tilting in the wind direction and dynamically adjusting the anchoring tension) to proactively adapt to changes in wind load and reduce wind resistance. At the same time, it works in conjunction with the drainage protection components to promptly drain water accumulated on the platform surface, preventing rainwater buildup from increasing the foundation weight, reducing the risk of wind-induced overturning, and significantly improving the stability and safety of the platform under complex working conditions such as strong winds and heavy rain. This invention establishes a scenario-turbulence-threshold correlation model through a central control unit. It can dynamically calculate the windproof rope tension warning threshold by combining the operation scenario (ground or high altitude, static installation or dynamic handling) with the real-time turbulence intensity, avoiding the problem of insufficient adaptability of a uniform fixed threshold. At the same time, it matches differentiated protective actions for different wind risk levels (such as fine-tuning the height of the windproof curtain wall in low risk, and rigidly locking the wind-resistant diagonal bracing and activating the fall protection net in high risk). This not only solves the hidden danger of insufficient wind protection strength during high-altitude dynamic operations, but also avoids the problem of excessive protection increasing the platform's wind resistance during ground static operations. It greatly improves the accuracy of wind warning and the flexibility of protection strategies, adapting to the needs of diverse outdoor operation scenarios such as building engineering, bridge construction, and wind power installation. This invention achieves deep coordination between wind load response and drainage actions through a central control unit: before strong winds are detected, the drainage and protection components can be controlled in advance to discharge accumulated water and reduce the platform's weight; when strong winds are accompanied by heavy rain, while adjusting the platform's attitude to reduce wind resistance, the drainage path is simultaneously optimized (such as opening the blind drain's quick-drainage valve and starting the micro-drainage pump) to ensure timely drainage of rainwater; during periods of light wind, drainage-water storage control (such as adjusting the water level in the counterweight tank) can balance the platform's weight and wind resistance stability. This coordinated mechanism effectively solves the problem of increased foundation weight caused by rainwater accumulation, further reduces safety hazards under complex working conditions, and ensures the continuity and safety of the construction process. Attached Figure Description

[0017] Figure 1 A method block diagram for this invention; Figure 2 This is a schematic diagram of the construction platform structure of the present invention; Figure 3 This is a schematic diagram of the emergency drainage compartment of the present invention.

[0018] In the attached image:

[0019] 100. Rotatable platform; 101. Water guide channel; 102. Drainage blind ditch; 103. Anti-backflow baffle; 200. Liftable windproof curtain wall; 201. Foldable guide plate; 300. Emergency drainage chamber; 301. Electric drainage valve; 302. Water level sensor; 400. Base plate; 500. Telescopic outriggers; 501. Foldable wind-resistant diagonal brace; 600. Mountain pull-out anchor; 601. Adjustable steel cable; 602. Second tension sensor; 700. Flexible windproof rope; 701. First tension sensor; 800. Floating anchoring structure; 900. Counterweight water tank. Detailed Implementation

[0020] The technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0021] This invention provides, for example Figure 1-3 The method for constructing a wind-resistant construction platform, as shown, includes the following steps: S1. Investigate the terrain features of the construction area, customize adaptable modular units, integrate wind parameter monitoring components on the modular units, and equip them with attitude adjustment components; S2. Assemble the modular units to form the main frame of the platform. During the assembly process, windproof and early warning components are simultaneously deployed around the platform's working surface, and drainage and protection components are installed in the platform's foundation area. S3. Build a central control unit and establish communication links with the wind parameter monitoring component, attitude adjustment component, wind prevention and early warning component and drainage protection component respectively. S4. The central control unit receives real-time wind data collected by the wind parameter monitoring component. Based on this data, it drives the attitude adjustment component to adjust the platform's main body posture, controls the wind warning component to trigger protective actions on the work surface, and manipulates the drainage protection component to implement drainage or water storage actions. This achieves integrated wind-resistant control of terrain adaptation, wind load response, work protection, and drainage coordination during platform construction. By executing the steps of surveying and customizing adaptable modular units (integrating wind parameter monitoring components and assembling attitude adjustment components), splicing them to form the main platform frame (simultaneously deploying wind warning components and setting up drainage protection components), building the central control unit and establishing a communication link, and driving the coordinated actions of multiple components based on real-time wind data, this system solves the problem of traditional construction platforms lacking an integrated wind-resistant mechanism that coordinates terrain adaptation, wind load response, work protection, and drainage, and relying solely on static structures to resist wind. It achieves multi-system linkage wind-resistant control during platform construction, effectively improving the stability and safety of the platform in complex wind environments and ensuring the continuity of outdoor operations.

[0022] The specific operations for customizing the adaptability module unit in step S1 include the following steps: S11. Module customization based on terrain: If the construction area is mountainous, a mountain module is customized, with a base plate 400 and telescopic outriggers 500 installed on it (the telescopic range of the outriggers 500 is adjustable from 0.5 to 2 meters), and a detachable rotating platform 100 is installed on the base plate 400 (the rotation angle of the rotating platform 100 is controlled to ±15°); If the construction area is near water, a water-adjacent module is customized, with a floating anchoring structure 800 installed on it. S12. Each module unit is equipped with an independent wind sensor (with a monitoring range of 0-40 m / s, used to collect wind speed and turbulence data), a tilt sensor (measurement accuracy ±0.1°), and an electric adjustment unit. Adjacent module units are connected via a flexible linkage shaft, with the allowable relative rotation angle of the flexible linkage shaft set to ±8°. By customizing modules according to mountainous or water-adjacent terrain (mountain modules are equipped with a base plate 400, telescopic legs 500, and a rotatable platform 100; water-adjacent modules are equipped with a floating anchoring structure 800), installing an independent wind sensor or tilt sensor or electric adjustment unit for each module, and using a flexible linkage shaft to connect adjacent modules, the problems of poor terrain adaptability of traditional module units and stress concentration caused by rigid connections between adjacent modules are solved. This achieves precise adaptation of module units to different terrains, while reducing wind-induced deformation damage to the module connection structure and improving the overall stability after module splicing.

[0023] The specific operation of deploying the windproof early warning components at the work site in step S2 includes the following steps: S211. Flexible windproof ropes 700 are laid around the platform working surface at 2m intervals to form a ring tension monitoring network; a first tension sensor 701 is connected in series on each flexible windproof rope 700 and the first tension sensor 701 is connected in communication with the central control unit. S212. Install a liftable windproof curtain wall 200 at a preset position on the outside of the main frame of the platform, and configure an electric actuator to drive the windproof curtain wall to rise and fall (set the rising and falling range of the windproof curtain wall to 1.2-3m); install a foldable wind-resistant diagonal brace 501 below the working surface of the main frame of the platform, and configure another electric actuator to drive the diagonal brace to unfold or fold (set the unfolding angle range of the diagonal brace to 60°-90°). S213. Establish a scene-turbulence-threshold correlation model through the central control unit: ① Collect work scene parameters: Input the work height (≤5m for ground scene, >5m for high-altitude scene) and work type (static installation work / dynamic handling work) through the operator's terminal. ②Real-time acquisition of turbulence intensity (unit: m² / s³) collected by wind parameter monitoring components; ③ Dynamic calculation of early warning thresholds: When it is a static ground operation and the turbulence intensity is ≤0.5m² / s³, the threshold is set to 35-85N; when it is a dynamic ground operation or the turbulence intensity is 0.5-1.0m² / s³, the threshold is set to 30-75N; when it is a static high-altitude operation or the turbulence intensity is 1.0-1.5m² / s³, the threshold is set to 28-65N; when it is a dynamic high-altitude operation and the turbulence intensity is >1.5m² / s³, the threshold is set to 25-60N. S214. Setting Threshold Calibration Rules: Every 30 seconds, the central control unit compares the real-time data of the first tension sensor 701 with the rate of change of turbulence intensity. If the rate of change of turbulence intensity is > 0.2 m² / s³·min, the warning threshold is automatically recalculated and updated. By deploying flexible windproof ropes 700 to form a tension monitoring network and connecting the first tension sensor 701 in series, installing a liftable windproof curtain wall 200 and a foldable wind-resistant diagonal brace 501 (equipped with an electric actuator), establishing a scene-turbulence-threshold correlation model to dynamically calculate the warning threshold, and periodically calibrating and updating the threshold, this method solves the problems of high false alarm rates and single protective actions caused by the use of fixed tension thresholds in traditional work surface windproof design. It achieves dynamic matching between the windproof warning threshold and the work scene and real-time turbulence intensity, while providing hardware support for subsequent differentiated protective actions, improving the accuracy and flexibility of windproof warnings at the work surface.

[0024] The specific operation of setting the drainage protection component in step S2 includes the following steps: S221. A water guide groove 101 is opened at the splicing surface of the module unit, and a water-swellable rubber strip is embedded in the water guide groove 101 (the expansion rate of the rubber strip is set to ≥300%). A micro drainage pump (discharge rate ≥50L / min) and a water level sensor 302 (measurement accuracy ±5mm) are integrated inside the module unit. S222. Excavate an inclined drainage ditch 102 in the platform foundation area, control the slope of the drainage ditch 102 to be ≥5°, lay a permeable geotextile and a crushed stone layer in the ditch, and install an anti-backflow baffle 103 (which can be opened in one direction with an opening pressure of 0.1MPa) at the end of the ditch. S223. If the construction area is a high-altitude scene, build an emergency drainage chamber 300 (capacity ≥ 50L) in the corner of the platform. Install a water level sensor 302, an electric drain valve 301 (discharge rate ≥ 30L / min) and an emergency water supply interface (compatible with external quick connector) inside the chamber. S224. If the construction area is near water, a water filtration component with a filtration accuracy of 50μm should be installed between the drainage blind ditch 102 and the water body to prevent water impurities from clogging the blind ditch. By opening a water guide channel 101 on the module splicing surface and embedding water-swellable rubber strips, integrating a micro drainage pump and water level sensor 302, excavating an inclined drainage blind ditch 102 (with anti-backflow baffle 103), building an emergency drainage chamber 300 in high-altitude scenarios (equipped with water level sensor 302 or electric drainage valve 301 or water supply interface), and setting up a water filtration component in water-adjacent scenarios, the problems of water accumulation, backflow, and impurities clogging the blind ditch that are common with traditional drainage protection components are solved. This achieves efficient drainage between the platform foundation area and the module splicing area, avoids rainwater accumulation from eroding the platform foundation, and ensures the long-term stable operation of the drainage system.

[0025] Specifically, the operation of driving the attitude adjustment component to perform the attitude adjustment action of the platform body in step S4 includes the following steps (forming a closed loop of wind speed classification - attitude adjustment - feedback calibration): S411. When the wind sensor detects a local wind speed of 12-14 m / s, the central control unit performs primary adjustment: ① Send a command to the electric adjustment unit of the mountain module to drive the rotatable platform to tilt 3°-5° in the windward direction; ② Send commands to the wind-resistant bracing actuator of the mountain module to control the bracing to extend to 75°-80° (to enhance support rigidity); ③ Send a command to the electric adjustment unit of the water-adjacent module to control the anchoring pre-tightening of the floating anchoring structure 800, increasing the tension by 5-8kN; S412. When the wind sensor detects a local wind speed of 14-15 m / s, the central control unit performs intermediate-level adjustment: ① The tilt angle of the driving mountain module platform is increased to 5°-7°, and the telescopic outriggers are shortened by 0.2-0.3m (lowering the center of gravity) simultaneously. ② The anchoring tension of the water-adjacent module is increased to 8-10kN; S413, Attitude Feedback Calibration: 1-2 seconds after each adjustment, the actual tilt angle of the platform is collected by the tilt sensor built into the module, and the actual anchoring force is collected by the tension sensor. If the deviation between the actual value and the command value is >0.3° (angle) or >1kN (tension), the central control unit sends a secondary adjustment command until the deviation is ≤ the threshold. S414. When the wind sensor detects a local wind speed ≥15m / s, the central control unit executes extreme wind condition linkage adjustment: ① Drive the mountain module platform to tilt up to 8°, and at the same time send a synchronous adjustment command to the adjacent mountain modules (the tilt angle difference between adjacent modules is ≤1° to avoid stress concentration). ② The anchoring tension of the water-adjacent module is increased to 12kN; ③ Push extreme wind condition warnings to the operator terminals associated with the central control unit, prohibiting personnel from entering the platform's work area. By performing attitude adjustment (primary, intermediate, or extreme linkage adjustment) according to wind speed levels of 12-14m / s, 14-15m / s, and ≥15m / s, and then performing feedback calibration via tilt or tension sensors (secondary adjustment when deviation exceeds the threshold), the problem of traditional platforms lacking attitude adjustment functions and precision calibration after adjustment is solved. This enables precise adjustment of the platform's main body attitude according to wind speed changes, avoiding platform stress imbalance caused by attitude deviations, and further enhancing the platform's wind resistance under extreme wind conditions through linkage adjustment.

[0026] Specifically, the specific operations for controlling the windproof warning component to trigger the protective action at the work surface in step S4 include the following steps (forming a closed loop of risk classification - scenario adaptation - effect verification - emergency escalation): S421. Risk Level Determination: The central control unit classifies risks into three levels based on data (T) from the first tension sensor 701 and real-time wind speed (V): ① Low risk: T > threshold and ≤ 1.2 × threshold, or V = 8-10 m / s; ② Medium risk: 1.2 × threshold < T ≤ 1.5 × threshold, or V = 10-12 m / s; ③ High risk: T > 1.5 × threshold, or V ≥ 12 m / s; S422. Three differentiated protective actions are implemented according to different risk levels and work scenarios: Low-risk protective actions (suitable for static ground operations): ① Send wind condition alerts (non-emergency warnings) to the operators' terminals; ② Drive the liftable windproof curtain wall 200 to rise by 0.5m, and unfold the foldable wind-resistant diagonal brace 501 to 70°; ③ Install flexible windbreak strips (0.8m high, quickly fixed with Velcro) at the edge of the work surface. Medium-risk protective measures (suitable for dynamic ground operations or static high-altitude operations): ① Send an audible and visual warning to the operator's terminal (buzzer sound every 2 seconds, red light flashing), and simultaneously push guidance to adjust the work position to a sheltered area; ② Drive the windproof curtain wall to rise by 0.8m, and extend the wind-resistant diagonal bracing to 80°; ③ If it is a high-altitude operation, activate the annular air curtain below the working surface (wind speed 2.5m / s, covering an area of ​​1.5m below the working surface). High-risk protective actions (suitable for dynamic high-altitude operations): ① Send an emergency evacuation warning to all operators' terminals (continuous beeping + voice prompt), and simultaneously trigger the infrared blocking device at the platform entrance (prohibiting personnel from entering); ② Drive the windproof curtain wall to rise to a maximum of 3m, and extend the wind-resistant diagonal bracing to 90° (rigid locking). ③ Tighten the fall protection net around the work area (by retracting it with an electric winch, increasing the net tension to 300N), and simultaneously close the temporary passage to the work area; S423. Verification of protection effect: 3 seconds after each level of protection action is executed, the actual wind speed is collected by the miniature wind speed sensor (sampling frequency 1Hz) deployed on the work surface. If the actual wind speed is still greater than the safety threshold (ground ≤ 6m / s, high altitude ≤ 4m / s), the protection action is automatically upgraded to a higher level. S424, Extreme Interaction: If the wind speed remains ≥15m / s after high-risk protection, a coordinated command is simultaneously sent to the attitude adjustment component to drive the platform surface to tilt 5°-6° in the wind direction (to help reduce the wind speed on the work surface). By classifying wind risks into multiple levels based on tension data and wind speed, implementing differentiated protection for different risk levels and matching work scenarios (pushing early warning signals, adjusting curtain wall height or bracing angle, activating windbreak structures at high altitudes), verifying the actual wind speed after protection and automatically upgrading protection, and interlocking the attitude adjustment component under extreme conditions, this approach solves the problems of traditional wind protection lacking risk classification, poor adaptability of protective actions to scenarios, and lack of verification of protective effects. It achieves targeted and effective wind protection for the work surface, and further reduces wind-related safety hazards through extreme condition linkage.

[0027] Specifically, the specific operations for controlling the drainage and protection components to perform drainage or water storage actions in step S4 include the following steps (forming a closed loop of wind speed-water level-terrain-emergency coordination): S431. Construction and connection of counterweight water tank 900: Divide the platform foundation into 6-8 independent counterweight water tanks 900 according to the corners and center. Each counterweight water tank 900 is equipped with a water level sensor 302 (measuring range 0-100% capacity) and an electric drain valve 301. The counterweight water tank 900 is connected to the drainage blind ditch 102 through the water inlet pipe, and a flow regulating valve (adjustment range 0-100L / min) is installed on the water inlet pipe. S432, the central control unit performs differentiated operations based on the preset low, medium, and high wind speed ranges, specifically: Low wind speed drainage control (V≤8m / s): ①The central control unit sends an opening command to the electric drain valve 301 of all counterweight water tanks 900, controls the valve opening to 50%, and drains the water level of the counterweight water tank 900 to 1 / 3 of its capacity; ②Simultaneously activate the built-in miniature drainage pump in the module unit to drain the water in the water guide channel 101 of the module splicing surface to the drainage blind ditch 102. If the water level sensor 302 detects that the water accumulation in the water guide channel 101 is >5mm, the drainage pump capacity will be automatically increased to 100%. Maintain water level at medium wind speed (8m / s < V ≤ 12m / s): ① Close the electric drain valve 301, maintain the counterweight water tank at 900 with 2 / 3 capacity, and collect water level data every 10 seconds through the water level sensor 302. If the water level deviation is >5% of the capacity (due to leakage), open the inlet pipe flow regulating valve to replenish water (opening degree 30%). ② If it is a water-adjacent scenario, close the backflow prevention baffle 103 at the end of the drainage blind ditch 102 to prevent water from flowing back into the blind ditch; High-wind-speed water storage and emergency water replenishment (V>12m / s): ① Open the inlet pipe flow regulating valve to 100% to allow rainwater to flow into the counterweight water tank 900 through the drainage blind ditch 102 until the counterweight water tank 900 is full (close the valve when the water level sensor 302 detects 100% capacity). ② If there is insufficient rainwater (the water level does not rise to 90% capacity within 3 minutes), the emergency water replenishment mechanism will be triggered: the external water source will be connected first through the emergency water replenishment interface of the high-altitude emergency drainage chamber 300, and the water replenishment flow rate will be controlled at 80L / min to ensure that the capacity is full within 10 minutes; ③ In mountainous terrain, simultaneously open the quick-drainage valve of drainage ditch 102 to accelerate the flow of rainwater into counterweight water tank 900. S433, Water Level Feedback Calibration: Compare the actual water level of the counterweight water tank (900) with the target water level every 30 seconds (1 / 3 for low wind speed, 2 / 3 for medium wind speed, and 100% for high wind speed). If the deviation is greater than 8% of the capacity, adjust the opening of the flow regulating valve or the discharge rate of the drainage pump until the deviation is ≤5%. S434, Terrain-Differentiated Drainage Strategy: ① Mountainous scenario: In case of heavy rain (rainfall > 50mm / h), open the emergency diversion pipe of drainage blind ditch 102 to guide excess rainwater to an area away from the platform foundation to prevent rainwater from washing away the foundation; ②Water-adjacent scenario: If the water filtration component detects a filtration pressure difference > 0.05MPa, it will automatically trigger backwashing (washing the filter screen with reverse high-pressure water flow for 30 seconds). S435, Emergency Drainage Priority Control: If both V > 12m / s (requiring water storage) and heavy rain (requiring drainage) are simultaneously met, the central control unit executes the operation according to the priority of first draining platform water and then storing counterweight water: first, the micro drainage pump and the blind ditch quick diversion valve are turned on to drain the water on the platform surface (for 2 minutes), then the diversion pipe is closed to store water in the counterweight water tank 900, avoiding the accumulation of water from affecting the stability of the platform. By constructing the counterweight water tank 900 in zones and connecting it to the drainage blind ditch 102 (with a flow regulating valve), performing drainage, water level maintenance, and water storage operations according to low, medium, and high wind speed ranges, periodically calibrating the water level of the counterweight water tank 900, implementing an adaptive drainage strategy for the terrain, and setting the priority of first draining platform water and then storing water in the counterweight water tank 900 when there is a conflict, the operation solves the problem of the traditional drainage and water storage actions being out of sync with wind speed changes and the disordered operation when heavy rain and high wind speed requirements conflict. It realizes the dynamic adaptation of drainage protection components to wind conditions, and at the same time, the priority control avoids the accumulation of water from affecting the stability of the platform, balancing the platform's self-weight and wind resistance performance.

[0028] Step S11 further includes the following steps: S111. Install anti-slip toothed bases on the bottom of the telescopic outriggers 500 of the mountain module to enhance the friction between the outriggers and the ground. S112. Drill holes at a predetermined position 5-8m outside the mountain module, and insert the 600 mountain pull-out anchor into the drill hole, controlling the insertion depth of the anchor to be ≥2.5m. S113. Connect the mountain pull-out anchor rod 600 to the mountain module using an adjustable steel cable 601, and set the tension adjustment range of the adjustable steel cable 601 to 10-30kN; connect a second tension sensor 602 in series on the adjustable steel cable 601, and set the warning threshold of the second tension sensor 602 to 20N. S114. When the second tension sensor 602 detects that the tension value exceeds the warning threshold, the central control unit sends a start command to the secondary grouting reinforcement mechanism of the mountain pull-out anchor 600 to trigger the grouting reinforcement action (grouting pressure 0.8-1.2MPa, grouting volume 5-10L / anchor). By installing anti-slip toothed bases at the bottom of the mountain module telescopic outrigger 500, inserting the mountain pull-out anchor 600 at a preset distance on the outside (controlling the insertion depth), connecting the anchor to the module with an adjustable steel cable 601 (setting the tension range and the second tension sensor 602), and triggering secondary grouting reinforcement when the tension exceeds the threshold, the problems of poor anti-slip effect, insufficient pull-out force, and easy displacement of traditional mountain module outriggers are solved. This achieves a stable connection between the mountain module and the ground, enhances the module's anti-slip and pull-out resistance in mountainous terrain, and prevents the module from shifting under wind load.

[0029] In step S4, when operating the drainage protection component to perform drainage or water storage actions, the following flow monitoring and coordinated adjustment steps are also included: S441. Flow monitoring is installed at the connection points of the water guide channel, the inlet pipe of the counterweight water tank 900, and the drainage blind ditch 102. The flow data is collected in real time and transmitted to the central control unit. At the same time, the threshold is compared according to the wind speed range (the flow rate of the blind ditch is compared to the flow rate of the counterweight water tank 900 when the wind speed is low, and the flow rate of the inlet pipe of the counterweight water tank 900 is compared to the flow rate of the blind ditch when the wind speed is high). S442. If the flow rate is lower than the corresponding threshold, determine the risk of blockage and immediately connect the high-pressure fluid flushing water channel, and simultaneously adjust the inlet pipe flow regulating valve (increase the flow rate at low wind speed and temporarily decrease it at high wind speed). If the flow rate does not recover to 80% of the threshold within 30 seconds, increase the discharge capacity of the micro drainage pump (low wind speed) or increase the emergency water replenishment flow rate (high wind speed), and push the warning to the operation and maintenance terminal. S443. After the flow rate returns to normal, the central control unit controls each component to return to the preset operating state within the corresponding wind speed range, ensuring the continuity of the drainage-storage coordination logic. By setting flow monitoring at the connection between the water guide channel and the inlet pipe of the counterweight water tank 900 / drainage blind ditch 102, high-pressure flushing of the water guide channel and adjustment of the flow regulating valve when the flow rate is below the threshold (increased at low wind speed or temporarily decreased at high wind speed), increasing the drainage pump discharge or increasing the replenishment flow rate and sending an early warning when the flow rate does not return to normal, and controlling the components to return to the preset state after the flow rate returns to normal, the system solves the problems of difficult detection of blockage in the water guide channel of traditional drainage systems and the impact of blockage on drainage or water storage efficiency. It realizes timely detection and rapid unblocking of blockage in the water guide channel, ensures the normal operation of drainage protection components in different wind speed ranges, and avoids the decrease in wind resistance stability caused by blockage.

[0030] If the construction area is at a height, the following steps are also included: S2231. Install a foldable guide plate 201 at a preset position on the outside of the main frame of the platform. Set the unfolding angle range of the foldable guide plate 201 to 30°-45°. Install a torque sensor (monitoring range 0-100N・m) at the connection between the guide plate and the frame. S2232. A hydrophobic coating (contact angle ≥ 120°) is applied to the surface of the foldable guide plate 201, and a guide pattern is pressed on the surface of the coating (the pattern depth is 1 mm and the direction is consistent with the prevailing wind direction). S2233. When the wind sensor detects a high-altitude gust of wind ≥18m / s, the central control unit executes a coordinated action: ① Send an unfolding command to the drive mechanism of the foldable deflector 201 to drive the deflector to unfold to 45°. If the torque sensor detects that the torque is >50N・m, automatically adjust the unfolding angle to 40° (to avoid structural overload). ② Send a command to the tension adjustment component of the flexible windproof rope 700 to control the tension of the flexible windproof rope 700 to increase by 10-15N; ③ Send instructions to the platform's emergency braking mechanism to lock all moving parts of the modules (telescopic outriggers 500, rotating platform). ④Simultaneously send emergency commands to the drainage protection components to close the electric drainage valve 301 of the high-altitude emergency drainage chamber 300 and maintain the chamber at full capacity (enhancing the stability of the high-altitude platform counterweight). ⑤ Send extreme protection commands to the windproof warning component to drive the windproof curtain wall to maintain its maximum height and increase the tension of the fall arrest net to 400N. By installing a foldable guide plate 201 (equipped with a torque sensor) on the outside of the high-altitude platform frame, applying a hydrophobic coating to the surface of the guide plate and pressing guide patterns, driving the guide plate to unfold when the high-altitude gust reaches a preset value (adjusting the angle when the torque exceeds the threshold), and simultaneously adjusting the tension of the windproof rope or locking the moving parts of the module or linking the drainage protection component (to maintain the emergency compartment at full capacity) or linking the windproof warning component (to enhance protection), the problem of traditional high-altitude platforms lacking a targeted wind-guiding structure and having poor coordination among multiple protection systems is solved. This achieves effective guidance of wind load by the guide plate in high-altitude scenarios, and at the same time, enhances the platform's wind resistance and the protection effect of the working surface through the coordination of multiple components, reducing the impact of high-altitude gusts on the platform.

[0031] Finally, it should be noted that the above are merely preferred embodiments of the present invention and are not intended to limit the present invention. Although the present invention has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present invention should be included within the protection scope of the present invention.

Claims

1. A method for constructing a wind-resistant construction platform, characterized in that, Includes the following steps: S1. Investigate the terrain features of the construction area, customize adaptable modular units, integrate wind parameter monitoring components on the modular units, and equip them with attitude adjustment components; S2. Assemble the module units to form the main frame of the platform. During the assembly process, windproof and early warning components are simultaneously deployed around the platform working surface, and drainage and protection components are set in the platform foundation area. S3. Build a central control unit and connect the central control unit to the wind parameter monitoring component, attitude adjustment component, wind prevention and early warning component and drainage protection component respectively to establish a data transmission link; S4. The central control unit receives real-time wind data collected by the wind parameter monitoring component. Based on the real-time wind data, the attitude adjustment component is driven to perform attitude adjustment actions of the platform body, the wind prevention warning component is controlled to trigger the work surface protection action, and the drainage protection component is controlled to perform drainage or water storage actions, so as to realize integrated wind resistance control of terrain adaptation, wind load response, work protection and drainage coordination during the platform construction process.

2. The method for constructing a wind-resistant construction platform according to claim 1, characterized in that, The specific operations for customizing the adaptability module unit in step S1 include the following steps: S11. Module customization is carried out according to the terrain. Specifically, if the construction area is a mountainous terrain, a mountain module is customized, and a base plate (400) and telescopic outriggers (500) are installed on the mountain module. A detachable rotating platform (100) is installed on the base plate (400). If the construction area is a water-adjacent terrain, a floating anchoring structure (800) is detachably installed on the rotating platform (100), and the base plate (400) is removed. S12. For each module unit, an independent wind sensor, tilt sensor and electric adjustment unit are installed inside; adjacent module units are connected by a flexible linkage shaft, and the allowable relative rotation angle of the flexible linkage shaft is set to ±8°.

3. The method for constructing a wind-resistant construction platform according to claim 1, characterized in that, The specific operation of deploying the windproof early warning components on the work surface in step S2 includes the following steps: S211. Flexible windproof ropes (700) are laid out around the platform working surface at a preset interval to form a ring tension monitoring network; a first tension sensor (701) is connected in series on each flexible windproof rope (700), and the first tension sensor (701) is connected in communication with the central control unit. S212. Install a liftable windproof curtain wall (200) and a foldable wind-resistant diagonal brace (501) at a preset position on the outside of the main frame of the platform, and configure electric actuators to drive the lifting and unfolding or folding of the two respectively; S213. Establish a scenario-turbulence-threshold correlation model through the central control unit, collect operation scenario parameters and real-time turbulence intensity data, and dynamically calculate the tension warning threshold of the flexible windproof rope (700). S214. Set threshold calibration rules and automatically update the warning threshold by periodically comparing the data of the first tension sensor (701) with the rate of change of turbulence intensity through the central control unit.

4. The method for constructing a wind-resistant construction platform according to claim 3, characterized in that, The specific steps for setting up the drainage protection components in step S2 include the following: S221. A water guide groove (101) is opened at the splicing surface of the module unit, and a water-swellable rubber strip is embedded in the water guide groove (101); a micro drainage pump and a water level sensor (302) are integrated inside the module unit. S222. Excavate an inclined drainage blind ditch (102) in the foundation area of ​​the platform, control the slope of the drainage blind ditch (102) to be ≥5°, lay permeable geotextile and crushed stone layer in the blind ditch, and set up anti-backflow baffle (103) at the end of the blind ditch. S223. If the construction area is a high-altitude scene, an emergency drainage chamber (300) shall be built in the corner of the platform, and a water level sensor (302), an electric drainage valve (301) and an emergency water supply interface shall be installed in the chamber. S224. If the construction area is a water-adjacent scene, a water filtration component shall be installed between the drainage blind ditch (102) and the water body.

5. The method for constructing a wind-resistant construction platform according to claim 1, characterized in that, The specific operations of driving the attitude adjustment component to perform the platform body attitude adjustment action in step S4 include the following steps: S411. When the wind sensor detects a local wind speed of 12-14 m / s, the central control unit performs primary adjustment. S412. When the wind sensor detects a local wind speed of 14-15 m / s, the central control unit performs intermediate adjustment. S413, Attitude Feedback Calibration: 1-2 seconds after each adjustment, the actual tilt angle of the platform is collected by the tilt sensor built into the module, and the actual anchoring force is collected by the tension sensor. If the actual value deviates from the command value by more than 0.3° or more than 1kN, the central control unit sends a secondary adjustment command until the deviation is less than or equal to the threshold. S414. When the wind sensor detects a local wind speed ≥15m / s, the central control unit performs extreme wind condition linkage adjustment.

6. The method for constructing a wind-resistant construction platform according to claim 3, characterized in that, The specific operation of controlling the windproof warning component to trigger the protective action on the working face in step S4 includes the following steps: S421. Risk Level Determination: The central control unit classifies the working face wind risk into multiple levels based on the data from the first tension sensor (701) of the flexible windproof rope (700) and real-time wind speed data. S422, Scenario-based protection execution: For different risk levels, perform differentiated protection actions according to the work scenario, including pushing early warning signals to the operator's terminal, adjusting the height of the liftable windproof curtain wall (200), controlling the unfolding angle of the foldable windproof brace (501), and activating the windproof structure below the work surface in high-altitude scenarios; S423. Protection effect verification: After each level of protection action is executed, the actual wind speed is collected by the wind speed monitoring components deployed on the work surface. If the actual wind speed exceeds the safety threshold, the protection action is automatically upgraded to a higher level. S424, Extreme Working Condition Linkage: When the risk level reaches the preset highest level and the wind speed continues to rise, a coordinated instruction is sent to the attitude adjustment component to drive the main body of the platform to adjust its attitude to help reduce the wind speed at the working face, forming a protection-attitude coordinated wind resistance mechanism.

7. The method for constructing a wind-resistant construction platform according to claim 4, characterized in that, The specific operations for manipulating the drainage and protection components to perform drainage or water storage actions in step S4 include the following steps: S431, Construction and connection of counterweight water tank (900) in zones: Multiple independent counterweight water tanks (900) are divided into preset areas within the platform foundation pier. Each counterweight water tank (900) is equipped with a water level sensor (302) and an electric drain valve (301). It is connected to the drainage blind ditch (102) through the water inlet pipe. A flow regulating valve is set on the water inlet pipe. S432, Wind speed graded control: The central control unit performs differentiated operations according to the preset low, medium and high wind speed ranges: in the low wind speed range, the counterweight water tank (900) is controlled to drain water to the preset low water level and drain the water in the module splicing area; in the medium wind speed range, the counterweight water tank (900) is maintained at the preset medium water level; in the high wind speed range, the counterweight water tank (900) is opened to store water to full capacity. S433, Water level feedback calibration: Periodically compare the actual water level of the counterweight water tank (900) with the target water level of the corresponding wind speed range. If the deviation exceeds the preset range, correct it by adjusting the flow regulating valve or the drainage pump. S434. Terrain Adaptation Strategy: For mountainous or water-adjacent terrains, implement adaptive drainage operations to avoid drainage failure or foundation damage caused by rainwater due to terrain factors. S435, Emergency Priority Coordination: When the demand for water storage during high wind speeds conflicts with the demand for drainage during rainstorms, the central control unit shall operate with the priority of first draining the water accumulated on the platform and then storing water in the counterweight water tank (900).

8. The method for constructing a wind-resistant construction platform according to claim 2, characterized in that, Step S11 also includes the following steps: S111. Install anti-slip toothed bases on the bottom of the telescopic outriggers (500) of the mountain module; S112. Drill holes at a preset distance outside the mountain module and insert the mountain pull-out anchor (600) into the holes, controlling the anchor insertion depth to be ≥2.5m; S113. Connect the mountain pull-out anchor rod (600) and the mountain module with an adjustable steel cable (601), set the tension adjustment range of the steel cable, connect the second tension sensor (602) in series and set the warning threshold; S114. When the second tension sensor (602) detects that the tension exceeds the threshold, the central control unit triggers the secondary grouting reinforcement action of the mountain pull-out anchor (600).

9. The method for constructing a wind-resistant construction platform according to claim 7, characterized in that, When operating the drainage protection component to perform drainage or water storage actions in step S4, the following flow monitoring and coordinated adjustment steps are also included: S441. Flow monitoring is set at the connection points of the water guide channel and the inlet pipe of the counterweight water tank (900) and the drainage blind ditch (102) respectively. The flow data is collected in real time and transmitted to the central control unit. At the same time, the threshold is compared according to the wind speed range. S442. If the flow rate is lower than the corresponding threshold, determine the risk of blockage and immediately connect the high-pressure fluid flushing water channel, and simultaneously adjust the inlet pipe flow regulating valve. If the flow rate does not recover to 80% of the threshold within 30 seconds, increase the discharge capacity of the micro drainage pump or increase the emergency water replenishment flow rate, and push the warning to the operation and maintenance terminal. S443. After the flow rate returns to normal, the central control unit controls each component to return to the preset operating state of the corresponding wind speed range.

10. The method for constructing a wind-resistant construction platform according to claim 4, characterized in that, If the construction area is at a height, the following steps are also included: S2231. A foldable guide vane (201) is installed at a preset position on the outside of the main frame of the platform. A torque sensor is installed at the connection between the guide vane and the frame to monitor the wind-induced torque of the guide vane. S2232. A hydrophobic coating is applied to the surface of the foldable guide plate (201), and a guide pattern adapted to the prevailing wind direction is pressed to enhance the hydrophobic and wind guiding effects. S2233. When the wind sensor detects that the high-altitude gust reaches the preset value, the central control unit drives the foldable guide plate (201) to unfold to the preset angle. At the same time, it adjusts the tension of the flexible windproof rope (700) to enhance the protection of the working surface, locks the moving parts of the platform module to prevent displacement, and simultaneously sends instructions to the drainage protection component to maintain the high-altitude emergency drainage chamber (300) at full capacity to enhance the stability of the counterweight. It also sends extreme protection instructions to the windproof warning component to drive the windproof curtain wall to maintain the protective position and strengthen the fall protection.

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